2400 33RD ST 2018-01-02 MF Import

SECTION 01200 MEASUREMENT AND PAYMENT PROCEDURES determined. When required by the Resident Engineer, the loads shall be leveled when the vehicles arrive at the point of delivery to facilitate measurement. i.) Asphalt will be measured by the gallon or ton. Volumes will be measured at 60°F or will be corrected to the volume at 60°F in accordance with ASTM D1250. Net certified scale weights, subject to correction when asphalt material has been lost from the car or the distributor, wasted, or otherwise not incorporated in the Work. j.) Cement will be measured by the pound or sack. The term "sack" means 94 pounds of cement. k.) Timber will be measured by the thousand feet board measure (MBM) actually incorporated in the structure. Measurement will be based on nominal widths and thickness and the extreme length of each piece. I.) When a complete structure or structural unit or piece of equipment is specified as the unit of measurement, the unit will be construed to include all necessary fittings and accessories. m.) When standard manufactured items are specified, such as railroad rail, ties, fence, wire, plates, rolled shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section dimensions, etc., such identification will be considered to be nominal weights or dimensions, not including bolts or other connectors. Unit Prices bid should include allowances for any bolts and connectors. Unless more stringently controlled by tolerance in cited specifications, manufacturing tolerances established by the industries involved will be accepted. n.) No measurement will be made for work performed or materials placed outside of lines indicated on the plans or established by the Resident Engineer; materials wasted, used or disposed of in a manner not called for under the Contract; material rejected after it has been placed, by reason of the failure of the Contractor to conform to the provisions of the Contract; hauling and disposing of rejected materials; material remaining on hand after completion of the work; or other Work or material payment for which is contrary to the provisions of the Contract. 1.09 PAYMENT FOR INITIAL MOBILIZATION A. Payment for initial mobilization will be made at the lump sum allowance listed in the Bid Form for bid ilrm 'Initial Mobilization", which amount shall constitute full compensation for all such work. Payment for initial mobilization will be made in the form of a single, lump sum, non-proratable payment, no part of which will be approved for payment under the Contract until all mobilization items listed herein have been completed as specified. B. Requirements related to initial mobilization are further specified in the following sections of the specifications: General Provisions 2. Section 01200 — Measurement and Payment Procedures 3. Section 01308 — Contractor's Project Organization IF i Capital Projects Commuter Rail 01200-7 IFB No. RTAICP 21-06 Everett Station Phase 2 MEASUREMENT AND PAYMENT PROCEDURES